ATTACHMENT_B_FTFA_11-1058_Drawings_14AI.pdf
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- Attached to
- Replace Approach Lighting Duke Field Federal contract opportunity
- Solicitation number
- FA2823-16-R-4007
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ATTACHMENT B FTFA 11-1058 Drawings 14AI
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| FA2823-16-R-4007_Proposal_Hand_Carry_Base_Access_Instructions_for_Offerors.docx | DOCX document | |
| RFIs_FA2823-16-C-4007_Approach_Lights_Duke.docx | DOCX document | |
| FA282316R4007_Q A_1__20160412.docx | DOCX document | |
| ATTACHMENT_D_WD_FL160222_08Jan2016.pdf | ||
| ATTACHMENT_F_Past_Performance_Questionnaire.docx | DOCX document | |
| ATTACHMENT_C_FTFA11-1058_Specifications_14AI.pdf | ||
| ATTACHMENT_I_Base_Access_Affidavit_and_letter.pdf | ||
| FA2823-16-R-4007_Replace_Approach_Lighting_Duke_Field.pdf | ||
| ATTACHMENT_G_Financial_Responsibility_Questionaire.docx | DOCX document | |
| ATTACHMENT_H_HOLD_HARMLESS_AGREEMENT.doc | DOC document | |
| ATTACHMENT_E_Past_Performance_Project_Information.docx | DOCX document | |
| ATTACHMENT_A_SOW_26_Jan_2016_FTFA_11-1058.pdf |
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Text version
RUNWAY DIRECTION
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
(850) 434-0513
FINAL SUBMITTAL
RUNWAY DIRECTION
STRUCTURE D1 D2
MG-30 6'-0" 4'-0"
MG-40 9'-0" 5'-6"
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
SCALE: 1" = 100'-0"
OVERALL ELECTRICAL SITE PLAN - APPROACH 18
GRAPHIC SCALE
100'100' 0 300'200'
1" = 100'-0"
GENERAL NOTES AND WORK PHASING:
1. THE CONTRACTOR SHALL PROVIDE A PHASED CONSTRUCTION SCHEDULE AND ASSOCIATED DRAWINGS NECESSARY TO OBTAIN AN AIRFIELD CONSTRUCTION WAIVER AT LEAST 60 DAYS PRIOR TO
ON-SITE MOBILIZATION. THE PHASING PLAN SHALL REFLECT ANY CONDITIONS THAT MAY ADVERSELY AFFECT OPERATIONS ON THE AIRFIELD DURING CONSTRUCTION. THE CONTRACTOR SHALL
PARTICIPATE IN THE AIRFIELD WAIVER AND OPERATIONAL RISK MANAGEMENT (ORM) PROCESS WITH AIRFIELD PERSONNEL. THE CONTRACTOR WILL ATTEND MEETINGS AT BASE OPERATIONS TO
PLAN AND DISCUSS THE ORM PROCEDURE WITH AIRFIELD PERSONNEL. NORMAL HOURS OF AIRFIELD OPERATION ARE 0900-2400 MONDAY THRU FRIDAY. THE CONTRACTOR MAY HAVE TO PERFORM
WORK ON NIGHTS AND WEEKENDS UNDER THIS CONTRACT. ANY OUTAGES TO THE EXISTING AIRFIELD LIGHTING SYSTEMS MUST OCCUR ON NIGHTS OR WEEKENDS. ALL OUTAGES WILL BE
COORDINATED WITH THE CONTRACTING OFFICER. IF WORK IS PERFORMED ON NIGHTS AND WEEKENDS, THE CONTRACTOR'S NIGHTLY WORKING HOURS SHALL BE 0030-0800 MONDAY THRU FRIDAY, AND WEEKEND HOURS WILL BE 0030 FRIDAY-0800 MONDAY.
2. THE EXISTING FOREIGN OBJECT DEBRIS (FOD) CHECKPOINTS ON THE AIRFIELD WILL BE STRICTLY OBSERVED BY THE CONTRACTOR.
3. A TEMPORARILY DISPLACED THRESHOLD WILL BE REQUIRED ON THIS PROJECT.
4. CONSTRUCTION ACTIVITIES ON THE AIRFIELD, IN PROXIMITY TO, OR AFFECTING AIRCRAFT OPERATIONAL AREAS OR NAVIGABLE AIRSPACE, MUST BE COORDINATED WITH ALL AIRFIELD USERS
BEFORE INITIATING SUCH ACTIVITIES. THE QUALITY ASSURANCE PERSONNEL, AIRFIELD MANAGER, AND CONTRACT ADMINISTRATOR SHALL CLOSELY MONITOR CONSTRUCTION ACTIVITY
THROUGHOUT ITS DURATION TO ENSURE CONTINUAL COMPLIANCE WITH SAFETY REQUIREMENTS. TEMPORARY OBSTRUCTIONS MUST BE MARKED AND LIGHTED IN ACCORDANCE WITH FAA AC
70/7460-1. ALL HAZARDOUS AREAS ON THE AIRFIELD (SUCH AS EXCAVATIONS AND STOCKPILED MATERIALS) MUST BE DELINEATED WITH LIGHTED BARRICADES ON ALL VISIBLE OR ACCESSIBLE SIDES.
RUNWAYS: ACTIVITIES WITHIN THE GRADED AREAS OF THE CLEAR ZONE MAY REQUIRE MARKED AND LIGHTED THRESHOLD DISPLACEMENT SUFFICIENT TO PROTECT THE APPROACH-DEPARTURE
CLEARANCE SURFACE AND TO PROVIDE A MINIMUM 1000 FOOT OVERRUN SAFETY AREA BETWEEN THE STOP END OF THE RUNWAY AND CONSTRUCTION ACTIVITIES. CONSTRUCTION ACTIVITIES
MUST NOT BE CONDUCTED WITHIN A DISTANCE EQUAL TO THE NORMAL VFR HOLDING POSITION DISTANCE FROM THE NEAR EDGE OF ANY ACTIVE RUNWAY.
TAXIWAYS: CONSTRUCTION ACTIVITY SETBACK LINES MUST BE LOCATED AT A DISTANCE TO PROVIDE THE MINIMUM WINGTIP CLEARANCE FOR THE LARGEST AIRCRAFT THAT WILL USE THE
TAXIWAY. CLOSED TAXIWAYS MUST BE BE MARKED OR BARRICADED AND NORMAL LIGHTING CIRCUITS DISABLED.
JET BLAST: THE EFFECTS OF JET BLAST ON PERSONNEL, EQUIPMENT, FACILITIES MUST BE CONSIDERED. MAINTAIN A DISTANCE BEHIND AIRCRAFT SUFFICIENT TO DISSIPATE JET BLAST TO 35
MILES PER HOUR AND TEMPERATURES TO A MAXIMUM OF 100 DEGREES FAHRENHEIT, OR AMBIENT, WHICHEVER IS MORE. WHERE THESE CONDITIONS CANNOT BE MET, PROVIDE JET BLAST
PROTECTION WITH A DEFLECTOR.
5. PRIOR TO BEGINNING CONSTRUCTION, AND DURING CONSTRUCTION, THE CONTRACTOR WILL CLOSELY COORDINATE CONSTRUCTION OPERATIONS WITH THE CONTRACTING OFFICER AND AIRFIELD
MANAGEMENT PERSONNEL. THE CONTRACTOR SHALL TAKE INTO ACCOUNT THE ITEMS LISTED IN UFC 3-260-01, B14-6.3, "SAFETY CONSIDERATIONS," AND B14-6.4, "EXAMPLES OF HAZARDOUS AND
MARGINAL CONDITIONS," WHILE PLANNING AND EXECUTING WORK ON THE AIRFIELD.
6. VEHICLE TRAFFIC ON THE AIRFIELD SHOULD BE KEPT TO A MINIMUM. AIRCRAFT ON THE AIRFIELD ALWAYS HAS THE RIGHT OF WAY. VEHICLES OPERATING ON THE AIRFIELD SHALL BE MARKED
AND/OR FLAGGED FOR DAYTIME VISIBILITY, AND SHALL BE LIGHTED FOR NIGHTTIME OPERATIONS. VEHICLE OPERATORS SHALL COORDINATE WITH AIR TRAFFIC CONTROL VIA TWO-WAY RADIO
DURING NORMAL OPERATING HOURS OF THE AIRFIELD. THE CONTRACTOR SHALL CONFORM TO THE AIRFIELD MANAGEMENT CONSTRUCTION VEHICLE TRAFFIC PLAN. THE PLAN SHALL BE SIGNED
BY ALL PARTICIPANTS AND SHALL BECOME A PART OF THE CONTRACT. CONTRACTOR PERSONNEL WHO DO NOT HAVE AN AIRFIELD DRIVERS LICENSE WILL BE REQUIRED TO ATTEND THE DRIVERS
COURSE. THE CONTRACTOR SHALL GIVE THE AIRFIELD MANAGER A LIST OF PERSONNEL WHO WILL ATTEND THE COURSE TWO WEEKS PRIOR TO BEGINNING CONSTRUCTION.
7. CONSTRUCTION EQUIPMENT SHOULD NOT PENETRATE THE 50:1 APPROACH-DEPARTURE CLEARANCE SURFACE. CONSTRUCTION ACTIVITIES SHOULD GENERALLY NOT BE PERMITTED WITHIN 100
FEET OF THE RUNWAY EDGE. HOWEVER, THE INSTALLATION COMMANDER MAY ISSUE A TEMPORARY WAIVER WHICH ALLOWS WORK TO BE PERFORMED CLOSER TO THE RUNWAY EDGE. WINGTIP
CLEARANCES PLUS ONE-HALF THE WINGSPAN OF THE LARGEST AIRCRAFT WILL BE MAINTAINED ALONG TAXIWAYS.
8. EXCAVATIONS AND OPEN TRENCHES MY BE PERMITTED ALONG RUNWAYS UP TO 100 FEET FROM THE EDGE OF AN ACTIVE RUNWAY PROVIDED THEY ARE ADEQUATELY SIGNED, LIGHTED AND
MARKED. HOWEVER, THE INSTALLATION COMMANDER MAY ISSUE A TEMPORARY WAIVER WHICH ALLOWS OPEN TRENCHES CLOSER TO THE RUNWAY EDGE. ALONG TAXIWAYS, OPEN TRENCHES MAY
BE PERMITTED UP TO THE EDGE OF THE STRUCTURAL TAXIWAY AND APRON PAVEMENT, PROVIDED THE DROP-OFF IS ADEQUATELY SIGNED, LIGHTED AND MARKED.OPEN TRENCHES, EXCAVATIONS
AND STOCKPILED MATERIAL AT THE CONSTRUCTION SITE SHOULD BE PROMINENTLY MARKED WITH ORANGE FLAGS, AND LIGHTED WITH FLASHING RED OR YELLOW LIGHT UNITS DURING HOURS OF
RESTRICTED VISIBILITY AND/OR DARKNESS. THE USE OF FLARE POTS WILL NOT BE PERMITTED NEAR AIRCRAFT OPERATING AREAS.
9. EXTENSIVE STOCKPILED MATERIALS WILL NOT BE PERMITTED WITHIN THE CONSTRUCTION ACTIVITY AREAS.
10. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS WILL NOT BE PERMITTED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS ARE PROVIDED AND HAVE BEEN APPROVED BY THE FIRE
CHIEF.
11. TO ENSURE ADEQUATE MARKING AND LIGHTING IS PROVIDED FOR THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL HAVE A PERSON ON-CALL 24 HOURS A DAY FOR EMERGENCY
MAINTENANCE OF AIRPORT HAZARD LIGHTING AND BARRICADES.
12. IT IS ANTICIPATED THAT THE EXISTING APPROACH LIGHTING SYSTEM WILL REMAIN IN OPERATION DURING THE CONSTRUCTION OF THE NEW APPROACH LIGHTING SYSTEM. THE NEW APPROACH
LIGHTING AND SEQUENCED FLASHING LIGHTS SHALL BE OPERATIONAL PRIOR TO DEMOLITION OF THE EXISTING APPROACH LIGHTING SYSTEM AND STRUCTURES.
13. CONTRACTOR SHALL INSTALL BIRD NESTING MITIGATION ON TOPS OF LIGHTING STRUCTURE CROSSARMS. BIRD SPIKES SHALL BE NIXALITE PREMIUM BIRD BARRIER, MODEL S, OR APPROVED EQUAL.
BIRD SPIKES SHALL BE ALL STAINLESS STEEL WIRE AND STRIP BARRIERS WITH THE FOLLOWING CHARACTERISTICS:
A. WIRES SHALL BE HIGH GRADE STAINLESS STEEL, 0.041" DIAMETER, FULL-HARD SPRING TEMPER, 4" HIGH X 2" WIDE, WITH NO LESS THAN 60 WIRE POINTS PER FOOT. SPIKES SHALL PROVIDE
90 DEGREE MINIMUM WIRE COVERAGE FOR SURFACES LESS THAN 2" IN DEPTH.
B. BASE STRIP SHALL BE HIGH GRADE STAINLESS STEEL, 0.25" WIDE X 0.02" THICK, FULL ANNEAL FOR FLEXIBILITY, EASY STRIP CUTTING AND SURFACE SHAPE MEMORY.
C. MOUNTING HARDWARE SHALL BE STAINLESS STEEL OR NON-CORROSIVE MATERIAL, AND SHALL ALLOW FOR STRIP REMOVAL AND REINSTALLATION WITHOUT CAUSING DAMAGE TO THE
INSTALLATION SURFACE, BIRD NESTING MITGATION SYSTEM OR MOUNTING SYSTEM. THE MOUNTING HARDWARE SHALL BE WIRE TIES W/ WIRE TYING TOOL AND ADHESIVE FOR
INSTALLATION ON MAST CROSSARM.
BASE BID AND BID OPTION NOTE:
ALL WORK SHOWN, UNLESS NOTED OTHERWISE, WILL BE ACCOMPLISHED UNDER BASE
BID. WORK REQUIRED UNDER BID OPTION # 1 IS SHOWN ON SHEETS E-12 AND E-13.
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
PETERSON ENGINEERING INC.
SCALE: 1" = 30'-0"
ELECTRICAL SITE PLAN - APPROACH AREA 1 - DEMOLITION
M A
T C
H
L
I N
E
E
E
1 REMOVE EXISTING PRE-THRESHOLD LIGHT BAR IN ITS ENTIRETY, INCLUDING LIGHTS, BASE CANS, CONDUITS, WIRING, HANDHOLE &
CONCRETE FOUNDATION. PATCH EXISTING ASPHALT OVERRUN WHERE BAR IS REMOVED. SEE "DETAIL 'A'," SHEET C501.
WORK NOTES: (THIS SHEET ONLY)
4 REMOVE EXISTING SERIES LIGHTING CIRCUIT CABLES. ABANDON EXISTING CONDUITS WHERE CONCEALED BELOW ASPHALT OR GRADE.
5 EXISTING MANHOLE TO REMAIN.
6 REMOVE EXISTING SERIES LIGHTING CIRCUIT CABLES SERVING THE EXISTING APPROACH LIGHTING SYSTEM. REMOVE EXISTING
SEQUENCED FLASHER CONTROL CABLE. REMOVE EXISTING 5 KV PRIMARY CABLE & NEUTRAL CABLE. EXISTING SERIES LIGHTING
CIRCUITS SERVING EXISTING RUNWAY EDGE LIGHTS AND OTHER VISUAL NAVIGATION AIDS SHALL REMAIN.
REMOVE EXISTING TERMINATING LIGHT BAR IN ITS ENTIRETY, INCLUDING LIGHTS, BASE CANS, CONDUITS, WIRING & CONCRETE
FOUNDATION. PATCH EXISTING ASPHALT OVERRUN WHERE BAR IS REMOVED. SEE "DETAIL 'A'," SHEET C501.
REMOVE EXISTING APPROACH LIGHT CENTERLINE BARRETTE IN ITS ENTIRETY, INCLUDING LIGHTS, BASE CANS, CONDUITS, WIRING &
CONCRETE FOUNDATION. PATCH EXISTING ASPHALT OVERRUN WHERE BAR IS REMOVED. SEE "DETAIL 'A'," SHEET C501.
7 EXISTING THRESHOLD LIGHT BAR TO REMAIN.
5 6
GRAPHIC SCALE
30'30' 0 90'60'
1" = 30'-0"
REMOVE EXISTING 5 KV PRIMARY CABLE & NEUTRAL CABLE. ABANDON EXISTING CONDUIT WHERE CONCEALED BELOW GRADE.8
6 8
6 8
ELECTRICAL LEGEND - DEMOLITION:
EXISTING UNDERGROUND DUCTBANK - TO REMAIN.
EXISTING MANHOLE - TO REMAIN.
EXISTING APPROACH CENTERLINE BARRETTE & HANDHOLE - REMOVE.
EXISTING APPROACH ELEVATED STRUCTURE & HANDHOLE - REMOVE.
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
GRAVEL R
OAD
A S
P H
A L T
R
O A
D
T
SCALE: 1" = 30'-0"
ELECTRICAL SITE PLAN - APPROACH AREA 2 - DEMOLITION
M A
T C
H
L
I N
E
E
E
M A
T C
H
L
I N
E
E
E
WORK NOTES: (THIS SHEET ONLY)
REMOVE EXISTING SERIES LIGHTING CIRCUIT CABLES. ABANDON EXISTING CONDUITS WHERE CONCEALED BELOW GRADE.5
REMOVE EXISTING SERIES LIGHTING CIRCUIT CABLES, FLASHER CONTROL CABLES & FLASHER POWER CABLES. ABANDON EXISTING
CONDUITS WHERE CONCEALED BELOW GRADE.
REMOVE EXISTING APPROACH LIGHT CENTERLINE BARRETTE IN ITS ENTIRETY, INCLUDING LIGHTS, BASE CANS, CONDUITS, WIRING, HANDHOLE & CONCRETE FOUNDATION.
REMOVE EXISTING ELEVATED APPROACH LIGHT STRUCTURE IN ITS ENTIRETY, INCLUDING LIGHTS, CONDUITS, WIRING, HANDHOLE &
WOODEN STRUCTURE. SEE DEMOLITION ELEVATIONS, SHEET E-5.
REMOVE EXISTING ELEVATED APPROACH LIGHT 1000 FOOT CROSSBAR IN ITS ENTIRETY, INCLUDING APPROACH LIGHTS, SEQUENCED
FLASHER LIGHTS, FLASHER CONTROL CABINETS, CONDUITS, WIRING, HANDHOLE & WOODEN STRUCTURE. SEE DEMOLITION
ELEVATIONS, SHEET E-5.
REMOVE EXISTING ELEVATED APPROACH LIGHT STRUCTURE IN ITS ENTIRETY, INCLUDING APPROACH LIGHTS, SEQUENCED FLASHER
LIGHTS, FLASHER CONTROL CABINETS, CONDUITS, WIRING, HANDHOLE & WOODEN STRUCTURE. SEE DEMOLITION ELEVATIONS, SHEET E-5.
EXISTING STRUCTURE
IS APPROXIMATELY
6'-6" ABOVE GRADE.
EXISTING STRUCTURE
IS APPROXIMATELY
10'-5" ABOVE GRADE.
EXISTING STRUCTURE
IS APPROXIMATELY
10'-0" ABOVE GRADE.
EXISTING STRUCTURE
IS APPROXIMATELY
19'-8" ABOVE GRADE.
EXISTING STRUCTURE
IS APPROXIMATELY
24'-5" ABOVE GRADE.
EXISTING STRUCTURE
IS APPROXIMATELY
27'-2" ABOVE GRADE.
EXISTING STRUCTURE
IS APPROXIMATELY
27'-0" ABOVE GRADE.
EXISTING STRUCTURE
IS APPROXIMATELY
22'-3" ABOVE GRADE.
EXISTING STRUCTURE
IS APPROXIMATELY
11'-10" ABOVE GRADE.
REMOVE EXISTING PAD MOUNTED TRANSCLOSURE &
TRANSFORMER SERVING EXISTING SEQUENCED
FLASHING LIGHT SYSTEM. REMOVE EXISTING
CONCRETE PAD. REMOVE EXISTING WIRING &
ABANDON CONDUITS BELOW GRADE.
GRAPHIC SCALE
30'30' 0 90'60'
1" = 30'-0"
REMOVE EXISTING 5 KV PRIMARY CABLE & NEUTRAL CABLE. ABANDON EXISTING CONDUIT WHERE CONCEALED BELOW GRADE.7
7 7
7 7
ELECTRICAL LEGEND - DEMOLITION:
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
B
E
A
V
P
N
D
SCALE: 1" = 30'-0"
ELECTRICAL SITE PLAN - APPROACH AREA 3 - DEMOLITION
M A
T C
H
L
I N
E
E
E
WORK NOTES: (THIS SHEET ONLY)
REMOVE EXISTING ELEVATED APPROACH LIGHT STRUCTURE IN ITS ENTIRETY, INCLUDING APPROACH LIGHTS, SEQUENCED FLASHER
LIGHTS, FLASHER CONTROL CABINETS, CONDUITS, WIRING, HANDHOLE & WOODEN STRUCTURE. SEE DEMOLITION ELEVATIONS, SHEET E-5.
REMOVE EXISTING SERIES LIGHTING CIRCUIT CABLES, FLASHER CONTROL CABLES & FLASHER POWER CABLES. ABANDON EXISTING
CONDUITS WHERE CONCEALED BELOW GRADE.
EXISTING STRUCTURE
IS APPROXIMATELY
11'-3" ABOVE GRADE.
EXISTING STRUCTURE
IS APPROXIMATELY
8'-6" ABOVE GRADE.
EXISTING STRUCTURE
IS APPROXIMATELY
9'-2" ABOVE GRADE.
EXISTING STRUCTURE
IS APPROXIMATELY
9'-2" ABOVE GRADE.
GRAPHIC SCALE
30'30' 0 90'60'
1" = 30'-0"
EXISTING CHAIN LINK FENCE TO REMAIN.
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
NOTE:
N.T.S.
REMOVE EXISTING GUTTER & WIRING. REMOVE
EXISTING ISOLATION TRANSFORMERS IN GUTTER.
TURN TRANSFORMERS OVER TO GOVERNMENT.
REMOVE EXISTING APPROACH LIGHTS &
TURN OVER TO GOVERNMENT.
REMOVE EXISTING WOOD CROSSARMS
REMOVE EXISTING WOOD PLATFORM,
HANDRAIL & WOOD SUPPORTS.
PLATFORM HANDRAIL OMITTED FOR CLARITY
REMOVE EXISTING WOOD POLES
& SUPPORT BRACES, ETC., IN
THEIR ENTIRETY.
REMOVE EXISTING 2" RIGID GALV.
STEEL CONDUIT & WIRING
REMOVE EXISTING HANDHOLE.
DEMOLITION ELEVATION - EXISTING
APPROACH STRUCTURE W/O SFL
REMOVE FLEXIBLE CORD CONNECTIONS.
NOTE:
N.T.S.
REMOVE EXISTING GUTTER & WIRING. REMOVE
EXISTING ISOLATION TRANSFORMERS IN GUTTER.
TURN TRANSFORMERS OVER TO GOVERNMENT.
REMOVE EXISTING APPROACH LIGHTS &
TURN OVER TO GOVERNMENT.
REMOVE EXISTING WOOD CROSSARMS
REMOVE EXISTING WOOD PLATFORM,
HANDRAIL & WOOD SUPPORTS.
PLATFORM HANDRAIL OMITTED FOR CLARITY
REMOVE EXISTING WOOD POLES
& CROSS BRACES, ETC., IN THEIR
ENTIRETY.
REMOVE EXISTING 2" RIGID GALV.
STEEL CONDUIT & WIRING
REMOVE EXISTING HANDHOLE.
DEMOLITION ELEVATION - EXISTING
APPROACH STRUCTURE W/ SFL
REMOVE FLEXIBLE CORD CONNECTIONS.
REMOVE EXISTING SEQUENCED FLASHER
LIGHT & TURN OVER TO GOVERNMENT.
NOTE:
EXISTING STRUCTURES VARY IN HEIGHT,
CROSS BRACING CONFIGURATIONS, ETC.
THE CONTRACTOR SHALL REMOVE ALL
EXISTING STRUCTURES ENTIRELY. POLES
SHALL BE REMOVED TO A POINT AT LEAST
1'-0" BELOW GRADE.
NOTE:
EXISTING STRUCTURES VARY IN HEIGHT,
CROSS BRACING CONFIGURATIONS, ETC.
THE CONTRACTOR SHALL REMOVE ALL
EXISTING STRUCTURES ENTIRELY. POLES
SHALL BE REMOVED TO A POINT AT LEAST
1'-0" BELOW GRADE.
REMOVE EXISTING APPROACH LIGHT JUNCTION
BOX & TURN OVER TO GOVERNMENT.
REMOVE EXISTING SEQUENCED FLASHER LIGHT
CONTROLLER & TURN OVER TO GOVERNMENT.
1000 FOOT CROSSBAR NOTE:
THE 1000 FOOT CROSSBAR IS CONSTRUCTED SIMILARLY TO THE ABOVE DETAIL,
EXCEPT IT CONSISTS OF EIGHT (8) WOOD POLES, THREE (3) WIRING GUTTERS AND
TWENTY-FIVE (25) APPROACH LIGHTS.
REMOVE EXISTING 2" PVC, SCH. 40
CONDUIT & WIRING
REMOVE EXISTING 2" PVC, SCH. 40
CONDUIT & WIRING
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
0+001+002+003+004+005+006+007+00
0+001+002+003+004+005+006+007+00
END OF OVERRUN
THRESHOLD
EDGE OF LIGHT PLANE
SCALE: 1" = 30'-0"
SITE PLAN - APPROACH AREA 1
SCALE: 1" = 30'-0"
PROFILE - APPROACH AREA 1
EDGE OF LIGHT PLANE
M A
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H
L
I N
E
E
E
PROPOSED LIGHT
PLANE # 2 (-0.83° ANGLE
FROM 1+00 TO 5+00)
GRAPHIC SCALE
30'30' 0 90'60'
1" = 30'-0"
PROPOSED LIGHT PLANE
# 3 (+0.09° ANGLE FROM
0+00 TO 1+00)
PROPOSED LIGHT
PLANE # 1 (-0.56° ANGLE
FROM 5+00 TO 24+00)
200'-0"
200'-0"
PROPOSED LIGHT PLANE (1.0% SLOPE)
IDEAL LIGHT PLANE (HORIZONTAL)
PROFILE LEGEND:
EXISTING LIGHT PLANE
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
GRAVEL R
OAD
A S
P H
A
A
D
7+008+009+0010+0011+0012+0013+0014+0015+0016+00
12+00 7+008+009+0010+0011+0013+0014+0015+0016+00
ROAD
EDGE OF LIGHT PLANE
T
A
SECTION - STATION 10+00
-50 -40 -30 -20 -10 0 10 20 30 40 50
A
SCALE: 1" = 30'-0"
SCALE: 1" = 30'-0"
SITE PLAN - APPROACH AREA 2
SCALE: 1" = 30'-0"
PROFILE - APPROACH AREA 2
EDGE OF LIGHT PLANE
M A
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H
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E
E
M A
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E
E
E7 E7
E7 E7
GRAPHIC SCALE
30'30' 0 90'60'
1" = 30'-0"
PROPOSED LIGHT
PLANE # 1 (-0.56° ANGLE
FROM 5+00 TO 24+00)
200'-0"
200'-0"
STATION 10+00, STRUCTURE 5
STATION 10+00, STRUCTURE 4
STATION 10+00, STRUCTURE 3
STATION 10+00, STRUCTURE 2
STATION 10+00, STRUCTURE 1
STRUCTURE 5
STRUCTURE 4
STRUCTURE 3
STRUCTURE 2
STRUCTURE 1
PROPOSED LIGHT PLANE (1.0% SLOPE)
IDEAL LIGHT PLANE (HORIZONTAL)
PROFILE LEGEND:
EXISTING LIGHT PLANE
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
A
V
N
D
16+0017+0018+0019+0020+0021+0022+0023+0024+00
16+0017+0018+0019+0020+0021+0022+0023+0024+00
EDGE OF LIGHT PLANE
PROPOSED LIGHT PLANE
SLOPE (1.0%) -
(2400' @ 1.0% = 24'-0")
SCALE: 1" = 30'-0"
SITE PLAN - APPROACH AREA 3
SCALE: 1" = 30'-0"
PROFILE - APPROACH AREA 3
EDGE OF LIGHT PLANE
EDGE OF LIGHT PLANE
M A
T C
H
L
I N
E
E
E
IDEAL LIGHT PLANE
GRAPHIC SCALE
30'30' 0 90'60'
1" = 30'-0"
PROPOSED LIGHT
PLANE # 1 (-0.56° ANGLE
FROM 5+00 TO 24+00)
200'-0"
200'-0"
200'-0"
PROPOSED LIGHT PLANE (1.0% SLOPE)
IDEAL LIGHT PLANE (HORIZONTAL)
PROFILE LEGEND:
EXISTING LIGHT PLANE
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
0+001+002+003+004+005+006+00
SCALE: 1" = 30'-0"
ELECTRICAL SITE PLAN - APPROACH AREA 1
M A
T C
H
L
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E
E
E
1 EXISTING THRESHOLD LIGHT BAR.
WORK NOTES: (THIS SHEET ONLY)
2 NEW CENTERLINE BARRETTE - (5) FAA-E-982 ELEVATED APPROACH LIGHTS ON CONCRETE FOUNDATION.
3 3 3 3 3
3 NEW CENTERLINE BARRETTE - (5) L-850E SEMI-FLUSH APPROACH LIGHTS IN CONCRETE FOUNDATION.
4 NEW TERMINATING BAR - (3) L-850E SEMI-FLUSH TERMINATING BAR LIGHTS W/ RED LENSES IN CONCRETE FOUNDATION.
5 NEW PRE-THRESHOLD BAR - (5) L-850E SEMI-FLUSH PRE-THRESHOLD BAR LIGHTS W/ RED LENSES IN CONCRETE FOUNDATION.
6 CUT & PATCH EXISTING ASPHALT OVERRUN. SEE "DETAIL 'A'," SHEET C501 FOR CUTTING AND PATCHING REQUIREMENTS.
ELECTRICAL LEGEND - NEW WORK:
EXISTING UNDERGROUND DUCTBANK - TO REMAIN.
NEW SERIES LIGHTING CIRCUITS & CONDUITS - 2 # 6 (L-824) CABLES & 1 # 6 (THW) GROUND IN 2" PVC, SCH. 40 CONDUIT, UNLESS NOTED OTHERWISE IN WORK NOTES - BURY CONDUITS 24" BELOW
FINISHED GRADE. PROVIDE A NEW # 4 BARE COPPER COUNTERPOISE CONDUCTOR 6" ABOVE ALL NEW
CONDUITS.
EXISTING MANHOLE - TO REMAIN - CORE DRILL MANHOLE WALL FOR NEW DUCT ENTRANCES.
NEW APPROACH CENTERLINE BARRETTE OR PRE-THRESHOLD BAR W/ SEMI-FLUSH LIGHTS.
NEW TERMINATING BAR W/ SEMI-FLUSH LIGHTS.
NEW APPROACH CENTERLINE BARRETTE W/ ELEVATED LIGHTS.
NEW APPROACH CENTERLINE MG-20 LOW IMPACT RESISTANT STRUCTURE.
NEW APPROACH CENTERLINE MG-30 OR MG-40 LOW IMPACT RESISTANT STRUCTURE.
NEW 3'-0" X 3'-0" PRECAST CONCRETE HANDHOLE W/ LIFT ASSIST LID.
(APPLIES TO SHEETS E-6 THRU E-13.)
GRAPHIC SCALE
30'30' 0 90'60'
1" = 30'-0"
EXISTING APPROACH CENTERLINE BARRETTE - TO BE REMOVED - SHOWN ON NEW WORK PLANS FOR REFERENCE ONLY.
EXISTING APPROACH ELEVATED STRUCTURE - TO BE REMOVED - SHOWN ON NEW WORK PLANS FOR REFERENCE ONLY.
LIR LOW IMPACT RESISTANT
SFL SEQUENCED FLASHING LIGHT
NEW 6'-0" X 6'-0" PRECAST CONCRETE MANHOLE W/ LIFT ASSIST LID.
SEE "ELECTRICAL SITE PLAN - EXISTING AIRFIELD
AREA 1," SHEET E-12, FOR CONTINUATION.
7 NEW 6 WAY 4" DUCTBANK - INSTALL BY DIRECTIONAL BORE METHOD - 1 # 6 (5 KV) L-824, TYPE C CABLE & 1 # 6 (600V.) N. IN (1) 4"
DUCT, AND 1 - 6/C # 10 AWG, L-824, TYPE C CABLE IN (1) 4" DUCT, AND 2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 4" DUCT, W/ (3) SPARE 4" DUCTS.
2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN 2" PVC, SCH. 40 CONDUIT.
NEW 6 WAY 2" CONCRETE ENCASED DUCTBANK - 1 # 6 (5 KV) L-824, TYPE C CABLE & 1 # 6 (600V.) N. IN (1) 2" DUCT, AND 1 - 6/C # 10
AWG, L-824, TYPE C CABLE IN (1) 2" DUCT, AND 2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 2" DUCT, W/ (3) SPARE 2" DUCTS.
10 REPAINT EXISTING OVERRUN MARKINGS AFTER ASPHALT CUTTING AND PATCHING HAS BEEN COMPLETED. PAINT SHALL BE
YELLOW, IN ACCORDANCE WITH FEDERAL STANDARD 595, YELLOW - 33538. RETRO-REFLECTIVE GLASS BEADS ARE NOT
REQUIRED ON OVERRUN CHEVRONS.
10 10 10101010
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
A S
P H
A
A
D
7+008+009+0010+0011+0012+0013+0014+0015+0016+00
SCALE: 1" = 30'-0"
ELECTRICAL SITE PLAN - APPROACH AREA 2
M A
T C
H
L
I N
E
E
E
M A
T C
H
L
I N
E
E
E
1 NEW CENTERLINE STRUCTURE - (5) FAA-E-982 ELEVATED APPROACH LIGHTS ON LIR STRUCTURE.
WORK NOTES: (THIS SHEET ONLY)
2 NEW CENTERLINE STRUCTURE - (5) FAA-E-982 ELEVATED APPROACH LIGHTS & (1) SEQUENCED FLASHING LIGHT ON LIR STRUCTURE.
3 NEW 1000 FOOT STRUCTURE - (4) FAA-E-982 ELEVATED APPROACH LIGHTS ON LIR STRUCTURE.
11222222
GRAPHIC SCALE
30'30' 0 90'60'
1" = 30'-0"
4 NEW CENTERLINE BARRETTE - (5) FAA-E-982 ELEVATED APPROACH LIGHTS ON CONCRETE FOUNDATION.
275'-0" MIN. FROM
RUNWAY CENTERLINE
5 NEW PAD MOUNTED TRANSFORMER FOR SEQUENCED FLASHING LIGHT SYSTEM.
6 NEW SEQUENCED FLASHING LIGHT MASTER CONTROL PANEL.
5 6
N.T.S.
ENLARGED PLAN - PAD MOUNTED TRANSFORMER
TRANSFORMER PRIMARY CABLE &
CONDUIT - 1 # 6 (5KV) L-824 & 1 # 6 (600 V.) N.
IN 2" PVC, SCH. 40 CONDUIT. SEE "SINGLE
LINE DIAGRAM - SFL SYSTEM," SHEET E-25.
(1) 6/C # 10 AWG CONTROL CABLE - 2" PVC, SCH. 40. SEE "WIRING
DIAGRAM - SEQUENCED FLASHING LIGHTS," SHEET E-25.
(3) 7/C # 12 AWG CABLE , (1) 4/C # 12 AWG CABLE AND 3 # 10 & 1 #
10 GND. IN 2" PVC, SCH. 40. SEE "WIRING DIAGRAM - SEQUENCED
FLASHING LIGHTS," SHEET E-25.
SEQUENCED FLASHING LIGHT MASTER
CONTROL CABINET - SEE "WIRING DIAGRAM -
SEQUENCED FLASHING LIGHTS," SHEET E-25.
SEE "ENLARGED PLAN - PAD MOUNTED
TRANSFORMER," THIS SHEET.
EXTEND CONDUIT & WIRING TO NEW HANDHOLE
LOCATED AT 1000 FOOT CROSSBAR. SEE "ELECTRICAL
SITE PLAN - APPROACH AREA 2," THIS SHEET, FOR
WIRING & CONDUIT DESCRIPTIONS.
STATION 10+00, STRUCTURE 5
STATION 10+00, STRUCTURE 4
STATION 10+00, STRUCTURE 3
STATION 10+00, STRUCTURE 2
STATION 10+00, STRUCTURE 1
7 DIRECTIONAL BORE BELOW EXISTING ASPHALT ROAD AND DRAINAGE SWALE.
8 SEE "LARGE SCALE PLAN - APPROACH STRUCTURE MG-30 & MG-40 W/ SFL," SHEET E-11.
9 SEE "LARGE SCALE PLAN - APPROACH STRUCTURE MG-20 W/ SFL," SHEET E-11.
128 8 8
9 9 9
10 SEE "LARGE SCALE PLAN - APPROACH STRUCTURE MG-30 & MG-40 W/O SFL," THIS SHEET.
11 SEE "LARGE SCALE PLAN - OUTER BAR," THIS SHEET.
LARGE SCALE PLAN - APPROACH
STRUCTURE MG-30 & MG-40 W/O SFL
SCALE: 1/4" = 1'-0"
12 SEE "LARGE SCALE PLAN - APPROACH STRUCTURE MG-20 W/O SFL," THIS SHEET.
LARGE SCALE PLAN - OUTER BAR
SCALE: 1/4" = 1'-0"
LARGE SCALE PLAN - APPROACH
STRUCTURE MG-20 W/O SFL
SCALE: 1/4" = 1'-0"
50 A., 2 P., NEMA 3R ENCLOSED
CIRCUIT BREAKER
5 - L-823 APPROACH LIGHT SECONDARY CABLES & 1 # 6 GND. IN 2" PVC, SCH. 40 CONDUIT
LIGHT BASE
LIGHT BASE
LIGHT BASE
LIR STRUCTURE MAST
LIR CONCRETE FOUNDATION
LIR STRUCTURE MAST
LIR CONCRETE FOUNDATION
LIR STRUCTURE MAST
LIR CONCRETE FOUNDATION
NEW UNDERGROUND SECONDARY - SEE "SINGLE
LINE DIAGRAM - SFL SYSTEM," SHEET E-25.
PAD MOUNTED TRANSFORMER -
10 KVA, 1Ø, 4.16/2.4 KV PRIMARY
TO 240/120 V. SECONDARY -
SEE "SINGLE LINE DIAGRAM -
SFL SYSTEM," SHEET E-25.
HANDHOLE - SEE "DETAIL -
3' X 3' PRECAST HANDHOLE,"
SHEET E-27.
HANDHOLE - SEE "DETAIL - 3' X 3'
PRECAST HANDHOLE," SHEET E-27.
HANDHOLE - SEE "DETAIL - 3' X 3'
PRECAST HANDHOLE," SHEET E-27.
CONDUIT & WIRING TO NEXT HANDHOLE - WIRING
BETWEEN HANDHOLES VARIES. SEE ELECTRICAL
SITE PLANS FOR EXACT WIRING DESCRIPTIONS.
CONDUIT & WIRING TO NEXT HANDHOLE -
WIRING BETWEEN HANDHOLES VARIES.
SEE ELECTRICAL SITE PLANS FOR EXACT
WIRING DESCRIPTIONS.
CONDUIT & WIRING TO NEXT HANDHOLE - WIRING
BETWEEN HANDHOLES VARIES. SEE ELECTRICAL
SITE PLANS FOR EXACT WIRING DESCRIPTIONS.
CONDUIT & WIRING TO NEXT HANDHOLE - WIRING
BETWEEN HANDHOLES VARIES. SEE ELECTRICAL
SITE PLANS FOR EXACT WIRING DESCRIPTIONS.
CONDUIT & WIRING TO NEXT HANDHOLE - WIRING
BETWEEN HANDHOLES VARIES. SEE ELECTRICAL
SITE PLANS FOR EXACT WIRING DESCRIPTIONS.
2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN 2" PVC, SCH. 40 CONDUIT.
NEW 6 WAY 2" CONCRETE ENCASED DUCTBANK - 1 # 6 (5 KV) L-824, TYPE C CABLE & 1 # 6 (600V.) N. IN (1) 2" DUCT, AND 1 - 6/C # 10 AWG, L-824, TYPE C CABLE IN (1) 2" DUCT, AND 2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 2"
DUCT, W/ (3) SPARE 2" DUCTS.
NEW 6 WAY 2" CONCRETE ENCASED DUCTBANK - 1 # 6 (5 KV) L-824, TYPE C CABLE & 1 # 6 (600V.) N. IN (1) 2" DUCT, AND 1 - 6/C # 10 AWG, L-824, TYPE C CABLE IN (1) 2" DUCT, AND (3) 7/C # 12 & (1) 4/C # 12, AND 3 # 10 & 1 # 10 GND. IN
(1) 2" DUCT, W/ (3) SPARE 2" DUCTS.
HANDHOLE - SEE "DETAIL - 3' X 3'
PRECAST HANDHOLE," SHEET E-27.
FLEXIBLE CONDUIT & WIRING CONNECTION - SEE
"SINGLE LINE DIAGRAM - SFL SYSTEM," SHEET E-25.
NEW 6 WAY 2" CONCRETE ENCASED DUCTBANK - 1 # 6 (5 KV) L-824, TYPE C CABLE & 1 # 6 (600V.) N. IN (1) 2" DUCT, AND 1 - 6/C # 10 AWG, L-824, TYPE C CABLE IN (1) 2" DUCT, AND (3) 7/C # 12 & (1) 4/C # 12 & 3 # 10 & 1 # 10 GND. IN (1)
2" DUCT, AND 2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 2" DUCT, W/ (2) SPARE 2" DUCTS.
18 NEW 2 WAY 2" CONCRETE ENCASED DUCTBANK - 2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 2" DUCT, W/ (1)
SPARE 2" DUCTS.
19 NEW 4 WAY 2" CONCRETE ENCASED DUCTBANK - (4) 7/C # 12 & (2) 4/C # 12 & 3 # 10 & 1 # 10 GND. IN (1) 2" DUCT, AND
2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 2" DUCT, W/ (2) SPARE 2" DUCTS.
1919191920
20 NEW 4 WAY 2" CONCRETE ENCASED DUCTBANK - (2) 7/C # 12 & (2) 4/C # 12 & 3 # 10 & 1 # 10 GND. IN (1) 2" DUCT, AND
2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 2" DUCT, W/ (2) SPARE 2" DUCTS.
21 NEW 4 WAY 2" DUCTBANK (DIRECTIONAL BORE) - (3) 7/C # 12 & (2) 4/C # 12 & 3 # 10 & 1 # 10 GND. IN (1) 2" DUCT, AND
2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 2" DUCT, W/ (2) SPARE 2" DUCTS.
22 NEW 4 WAY 2" CONCRETE ENCASED DUCTBANK - (3) 7/C # 12 & (2) 4/C # 12 & 3 # 10 & 1 # 10 GND. IN (1) 2" DUCT, AND
2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 2" DUCT, W/ (2) SPARE 2" DUCTS.
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
17+0018+0019+0020+0021+0022+0023+0024+00
M A
T C
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I N
E
E
E
SCALE: 1" = 30'-0"
ELECTRICAL SITE PLAN - APPROACH AREA 3
WORK NOTES: (THIS SHEET ONLY)
NEW CENTERLINE STRUCTURE - (5) FAA-E-982 ELEVATED APPROACH LIGHTS & (1) SEQUENCED FLASHING LIGHT
ON LOW IMPACT RESISTANT STRUCTURE.
11111111
GRAPHIC SCALE
30'30' 0 90'60'
1" = 30'-0"
ENLARGED PLAN - PAD MOUNTED TRANSFORMER
TRANSFORMER PRIMARY CABLE &
CONDUIT - 1 # 6 (5KV) L-824 & 1 # 6 (600 V.) N.
IN 2" PVC, SCH. 40 CONDUIT. SEE "SINGLE
LINE DIAGRAM - SFL SYSTEM," SHEET E-25.
LARGE SCALE PLAN - APPROACH
STRUCTURE MG-30 & MG-40 W/ SFL
SCALE: 1/4" = 1'-0"
LARGE SCALE PLAN - APPROACH
STRUCTURE MG-20 W/ SFL
SCALE: 1/4" = 1'-0"
2 SEE "LARGE SCALE PLAN - APPROACH STRUCTURE MG-30 & MG-40 W/ SFL," THIS SHEET.
3 SEE "LARGE SCALE PLAN - APPROACH STRUCTURE MG-20 W/ SFL," THIS SHEET.
2 2 2 3 3 3 3 3
6 # 4, (2) 7/C # 12 & (2) 4/C # 12 CABLES IN 2" PVC, SCH. 40 CONDUIT4
5 - L-823 APPROACH LIGHT SECONDARY CABLES & 1 # 6 GND. IN 2" PVC, SCH. 40 CONDUIT5
SFL JUNCTION BOX
SFL INDIVIDUAL CONTROL CABINET
LIGHT BASE
SFL JUNCTION BOX
SFL INDIVIDUAL CONTROL CABINET
LIGHT BASE
LIR STRUCTURE MAST
LIR CONCRETE FOUNDATION
LIR STRUCTURE MAST
LIR CONCRETE FOUNDATION
EDGE OF WETLANDS JURISDICTION
EDGE OF WETLANDS BUFFER
B
E
A
V
N
D
PAD MOUNTED TRANSFORMER -
10 KVA, 1Ø, 4.16/2.4 KV PRIMARY
TO 240/120 V. SECONDARY -
SEE "SINGLE LINE DIAGRAM -
SFL SYSTEM," SHEET E-25.
HANDHOLE - SEE "DETAIL - 3' X 3'
PRECAST HANDHOLE," SHEET E-27.
CONDUIT & WIRING TO NEXT HANDHOLE -
WIRING BETWEEN HANDHOLES VARIES.
SEE ELECTRICAL SITE PLANS FOR EXACT
WIRING DESCRIPTIONS.
CONDUIT & WIRING TO NEXT HANDHOLE - WIRING
BETWEEN HANDHOLES VARIES. SEE ELECTRICAL
SITE PLANS FOR EXACT WIRING DESCRIPTIONS.
HANDHOLE - SEE "DETAIL - 3' X 3'
PRECAST HANDHOLE," SHEET E-27.
6 NEW 4 WAY 2" CONCRETE ENCASED DUCTBANK - (3) 7/C # 12 & (2) 4/C # 12 & 3 # 10 & 1 # 10 GND. IN (1) 2" DUCT, AND
2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 2" DUCT, W/ (2) SPARE 2" DUCTS.
7 NEW 4 WAY 2" CONCRETE ENCASED DUCTBANK - (1) 7/C # 12 & (2) 4/C # 12 & 3 # 10 & 1 # 10 GND. IN (1) 2" DUCT, AND
2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 2" DUCT, W/ (2) SPARE 2" DUCTS.
NEW 4 WAY 2" CONCRETE ENCASED DUCTBANK - (2) 7/C # 12 & (2) 4/C # 12 & 3 # 10 & 1 # 10 GND. IN (1) 2" DUCT, AND
2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 2" DUCT, W/ (2) SPARE 2" DUCTS.
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
X I W
Y
TAXIWAY A
KEY PLAN
N.T.S.
AREA 1 AREA 2
SCALE: 1" = 100'-0"
ELECTRICAL SITE PLAN - EXISTING AIRFIELD AREA 1
GENERAL NOTES:
1. NEW AIRFIELD LIGHTING CABLES SHALL BE HIPOT TESTED IN ACCORDANCE WITH SPECIFICATION
SECTION 26 56 20.00 10, PARAGRAPH 3.16.5.2. EXISTING AIRFIELD LIGHTING CABLES SHALL BE TESTED
FOR CONTINUITY IN ACCORDANCE WITH SPECIFICATION SECTION 26 56 20.00 10, PARAGRAPH 3.16.5.1.
2. IN ALL LOCATIONS WHERE THE NEW COUNTERPOISE CONDUCTOR CROSSES AN EXISTING
COUNTERPOISE CONDUCTOR, THE CONTRACTOR SHALL BOND THE COUNTERPOISE CONDUCTORS
TOGETHER BY EXOTHERMIC WELD. THIS WILL OCCUR WHEREVER A NEW DUCTBANK CROSSES AN
EXISTING DUCTBANK AND AT EVERY EXISTING MANHOLE OR HANDHOLE. FOR BID PURPOSES, THE
CONTRACTOR SHALL INCLUDE 50 EXOTHERMIC WELDS TO ALLOW FOR UNFORESEEN CIRCUMSTANCES
IN THE FIELD.
100' 100'0 200' 300'
GRAPHIC SCALE
1" = 100'-0"
SEE GENERAL NOTE 2, THIS SHEET.
M A
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WORK NOTES: (THIS SHEET ONLY)
PULL EXISTING APPROACH LIGHT SERIES LIGHTING CIRCUIT OUT OF EXISTING DUCTBANK. PULL EXISTING
SEQUENCED FLASHER LIGHT CONTROL CABLE OUT OF EXISTING DUCTBANK. PULL EXISTING 5 KV PRIMARY CABLE &
600 V. NEUTRAL CONDUCTOR OUT OF EXISTING DUCTBANK.
2 INSTALL NEW 6'-0" X 6'-0" PRECAST CONCRETE MANHOLE. SEE DETAILS, SHEET E-27.
3 INSTALL 4 WAY 4" DUCTBANK BY DIRECTIONAL BORE METHOD. INSTALL COUNTERPOISE CONDUCTOR IN 2" HDPE
CONDUIT ABOVE 4" DUCTS.
4 INSTALL 4 WAY 4" CONCRETE ENCASED DUCTBANK BY TRENCH & BACKFILL METHOD.
5 CORE DRILL EXISTING MANHOLE WALL FOR NEW CONDUIT ENTRANCES. INSTALL NON-SHRINK GROUT AROUND
CONDUIT PENETRATIONS.
SEE "ELECTRICAL SITE PLAN - APPROACH
AREA 1," SHEET E-9, FOR CONTINUATION.
6 INSTALL NEW 3'-0" X 3'-0" PRECAST CONCRETE HANDHOLE. SEE DETAILS, SHEET E-27.
7 CUT & PATCH EXISTING ASPHALT DRIVE. SEE "DETAIL 'A'," SHEET C-501 FOR CUTTING & PATCHING REQUIREMENTS.
8 UNDER BASE BID, PULL NEW WIRING IN EXISTING DUCTBANKS: 1 # 6 (5 KV) L-824, TYPE C CABLE & 1 # 6 (600V.) N. IN (1)
4" DUCT FOR SFL PAD MOUNTED TRANSFORMER, 1 - 6/C # 10 AWG, L-824, TYPE C CABLE IN (1) 4" DUCT FOR SFL
CONTROLS, 2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 4" DUCT FOR APPROACH LIGHTING.
9 9 9
SEE GENERAL NOTE 2, THIS SHEET.
1 BB
BO1
BB
BB
BO1
BO1
BO1 BO1 BO1
BO1
BO1
BB
9 UNDER BID OPTION # 1, PULL NEW WIRING IN NEW DUCTBANKS: 1 # 6 (5 KV) L-824, TYPE C CABLE & 1 # 6 (600V.) N. IN
(1) 4" DUCT FOR SFL PAD MOUNTED TRANSFORMER, 1 - 6/C # 10 AWG, L-824, TYPE C CABLE IN (1) 4" DUCT FOR SFL
CONTROLS, 2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 4" DUCT FOR APPROACH LIGHTING, (1) SPARE 4" DUCT.
BO1
BO1
BO1
BO1
BO1
5 BO1
BO1
5 BO1
BO1
BO1
BO1
BO1
BO1
BB
BB
BB8
BB8
BB8
BB8
BB8
BB8
1 BB8
BB
BO1
INDICATES WORK TO BE ACCOMPLISHED UNDER BASE BID.
INDICATES WORK TO BE ACCOMPLISHED UNDER BID OPTION # 1.
RUNWAY
5 BO1
BO1
BB
BB
1 BB
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
CONTROL
TOWER
VAULT 3056
T A
X I W
C
100' 100'0 200' 300'
GRAPHIC SCALE
1" = 100'-0"
SCALE: 1" = 100'-0"
ELECTRICAL SITE PLAN - EXISTING AIRFIELD AREA 2
KEY PLAN
N.T.S.
AREA 1 AREA 2
SEE "ELECTRICAL PLAN - VAULT 3056,"
SHEET E-14, FOR WORK IN THIS AREA.
2 2
M A
T C
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I N
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E
E
WORK NOTES: (THIS SHEET ONLY)
PULL EXISTING APPROACH LIGHT SERIES LIGHTING CIRCUIT OUT OF EXISTING DUCTBANK. PULL EXISTING
SEQUENCED FLASHER LIGHT CONTROL CABLE OUT OF EXISTING DUCTBANK. PULL EXISTING 5 KV PRIMARY CABLE &
600 V. NEUTRAL CONDUCTOR OUT OF EXISTING DUCTBANK.
2 INSTALL NEW 6'-0" X 6'-0" PRECAST CONCRETE MANHOLE. SEE DETAILS, SHEET E-27.
3 INSTALL 4 WAY 4" DUCTBANK BY DIRECTIONAL BORE METHOD. INSTALL COUNTERPOISE CONDUCTOR IN 2" HDPE
CONDUIT ABOVE 4" DUCTS.
4 INSTALL 4 WAY 4" CONCRETE ENCASED DUCTBANK BY TRENCH & BACKFILL METHOD.
5 INSTALL 12 WAY 4" DUCTBANK BY DIRECTIONAL BORE METHOD. INSTALL COUNTERPOISE CONDUCTOR IN 2" HDPE
CONDUIT ABOVE 4" DUCTS.
6 CORE DRILL EXISTING MANHOLE WALL FOR NEW CONDUIT ENTRANCES. INSTALL NON-SHRINK GROUT AROUND
CONDUIT PENETRATIONS.
7 UNDER BASE BID, PULL NEW WIRING IN NEW DUCTBANKS: 1 # 6 (5 KV) L-824, TYPE C CABLE & 1 # 6 (600V.) N. IN (1) 4"
DUCT FOR SFL PAD MOUNTED TRANSFORMER, 1 - 6/C # 10 AWG, L-824, TYPE C CABLE IN (1) 4" DUCT FOR SFL
CONTROLS, 2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 4" DUCT FOR APPROACH LIGHTING, (9) SPARE 4" DUCTS.
SEE GENERAL NOTE 2, THIS SHEET.
SEE GENERAL NOTE 2, THIS SHEET.
GENERAL NOTES:
1. NEW AIRFIELD LIGHTING CABLES SHALL BE HIPOT TESTED IN ACCORDANCE WITH SPECIFICATION
SECTION 26 56 20.00 10, PARAGRAPH 3.16.5.2. EXISTING AIRFIELD LIGHTING CABLES SHALL BE TESTED
FOR CONTINUITY IN ACCORDANCE WITH SPECIFICATION SECTION 26 56 20.00 10, PARAGRAPH 3.16.5.1.
2. IN ALL LOCATIONS WHERE THE NEW COUNTERPOISE CONDUCTOR CROSSES AN EXISTING
COUNTERPOISE CONDUCTOR, THE CONTRACTOR SHALL BOND THE COUNTERPOISE CONDUCTORS
TOGETHER BY EXOTHERMIC WELD. THIS WILL OCCUR WHEREVER A NEW DUCTBANK CROSSES AN
EXISTING DUCTBANK AND AT EVERY EXISTING MANHOLE OR HANDHOLE. FOR BID PURPOSES, THE
CONTRACTOR SHALL INCLUDE 50 EXOTHERMIC WELDS TO ALLOW FOR UNFORESEEN CIRCUMSTANCES
IN THE FIELD.
BO1 BO1 BO1
BO1
BO1
BO1
BO1
BO1 BO1
BB8
BB8
BB8
1 BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
UNDER BASE BID, PULL NEW WIRING IN EXISTING DUCTBANKS: 1 # 6 (5 KV) L-824, TYPE C CABLE & 1 # 6 (600V.) N. IN (1)
4" DUCT FOR SFL PAD MOUNTED TRANSFORMER, 1 - 6/C # 10 AWG, L-824, TYPE C CABLE IN (1) 4" DUCT FOR SFL
CONTROLS, 2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 4" DUCT FOR APPROACH LIGHTING.
9 UNDER BID OPTION # 1, PULL NEW WIRING IN NEW DUCTBANKS: 1 # 6 (5 KV) L-824, TYPE C CABLE & 1 # 6 (600V.) N. IN
(1) 4" DUCT FOR SFL PAD MOUNTED TRANSFORMER, 1 - 6/C # 10 AWG, L-824, TYPE C CABLE IN (1) 4" DUCT FOR SFL
CONTROLS, 2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 4" DUCT FOR APPROACH LIGHTING, (1) SPARE 4" DUCT.
10 UNDER BASE BID, PULL NEW WIRING IN NEW DUCTBANKS: 1 # 6 (5 KV) L-824, TYPE C CABLE & 1 # 6 (600V.) N. IN (1) 4"
DUCT FOR SFL PAD MOUNTED TRANSFORMER, 1 - 6/C # 10 AWG, L-824, TYPE C CABLE IN (1) 4" DUCT FOR SFL
CONTROLS, 2 # 6 L-824, TYPE C & 1 # 6 (600 V.) GROUND IN (1) 4" DUCT FOR APPROACH LIGHTING, (1) SPARE 4" DUCT.
BO1
BO1
BB
BO1
INDICATES WORK TO BE ACCOMPLISHED UNDER BASE BID.
INDICATES WORK TO BE ACCOMPLISHED UNDER BID OPTION # 1.
AIRCRAFT PARKING APRON
TAXIWAY A
RUNWAY
BO1
BO1
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
ELECTRICAL PLAN - VAULT 3056
SCALE: 1/4" = 1'-0"
VAULT
GENERATOR ROOM
REGULATOR ROOM
T
EXISTING MANHOLE
N
EXISTING APPROACH REGULATOR
T T
EXISTING MANHOLE
EXISTING PIT
EXISTING 6 WAY 2" CONCRETE
ENCASED DUCTBANK
4' 4'0 8' 12'
GRAPHIC SCALE
1/4" = 1'-0"
EXISTING 6 WAY 4" CONCRETE
ENCASED DUCTBANK.
EXISTING 4 WAY 3" CONCRETE ENCASED
DUCTBANK.
EXTEND NEW SERIES LIGHTING CIRCUIT FROM
REGULATOR TO SERIES CUTOUTS. EXTEND NEW CIRCUITS
FROM SERIES CUTOUTS THROUGH WALL MOUNTED
GUTTER SYSTEM TO EXISTING MANHOLE OUTSIDE OF
VAULT. SERIES LIGHTING CIRCUIT SHALL BE 2 # 6, L-824
TYPE C, 5 KV CABLES & 1 # 6, 600 V. GROUND CONDUCTOR.
EXISTING WALL MOUNTED GUTTER SYSTEM
EXISTING SERIES CUTOUT FOR FEEDER TO SFL PAD MOUNTED
TRANSFORMER. EXTEND 1 # 6 (5 KV) L-824 CABLE FROM SERIES
CUTOUT THROUGH WALL MOUNTED GUTTER SYSTEM TO
EXISTING MANHOLE OUTSIDE OF VAULT. EXTEND 1 # 6 (600 V.)
NEUTRAL CONDUCTOR FROM EXISTING GROUND CONNECTION IN
GUTTER SYSTEM THRU GUTTER TO MANHOLE OUTSIDE OF VAULT.
NEW 12 WAY 4" DUCTBANK. SEE
"ELECTRICAL SITE PLAN - EXISTING
AIRFIELD AREA 2," SHEET E-13, FOR
CONTINUATION.
EXISTING 6 WAY 2" DUCTBANK W/ FOUR (4) SPARE 2" DUCTS. PULL NEW 1 # 6 (5 KV) L-824, TYPE C CABLE & 1 #
6 (600V.) N. IN (1) 2" DUCT FOR SFL PAD MOUNTED TRANSFORMER THRU EXISTING WALL MOUNTED GUTTER
TO SERIES CUTOUT, PULL NEW 1 - 6/C # 10 AWG, L-824, TYPE C CABLE IN (1) 2" DUCT FOR SFL CONTROLS
THRU WALL MOUNTED GUTTER TO EXISTING RELAY PANEL, PULL NEW 2 # 6 L-824, TYPE C & 1 # 6 (600 V.)
GROUND IN (1) 4" DUCT FOR APPROACH LIGHTING THRU WALL MOUNTED GUTTER TO EXISTING SERIES
CUTOUTS AT APPROACH REGULATOR.
EXISTING SEQUENCED FLASHING LIGHT RELAY PANEL.
EXTEND 1 - 6/C # 10 AWG, L-824, TYPE C CABLE THRU
WALL MOUNTED GUTTER SYSTEM TO EXISTING MANHOLE
OUTSIDE OF VAULT.
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
BRICK
HIGH INTENSITY SEMI-FLUSH L-850E UNI-DIRECTIONAL
W/ (2) 105 W., 6.6 A. LAMPS WITH SEALED OPTICAL
ASSEMBLY & TWO RED LENSES.
# 6 (GREEN) COPPER GROUND CONDUCTOR
L-830 20/6.6 A. 200 W. TRANSFORMER
PLAN VIEW
2 # 6 L-824, TYPE C & 1 # 6
THW GROUND - 2" PVC,
SCH. 40 CONDUIT
3500 PSI CONCRETE
DETAIL - PRE-THRESHOLD & TERMINATING BAR LIGHT -
L-850E (MILITARY)
N.T.S.
BRICK
HIGH INTENSITY SEMI-FLUSH L-850E UNI-DIRECTIONAL
W/ (2) 105 W., 6.6 A. LAMPS WITH SEALED OPTICAL
ASSEMBLY & TWO CLEAR LENSES.
# 6 (GREEN) COPPER GROUND CONDUCTOR
5KV L-824 TYPE C CABLE -
LEAVE MINIMUM 2'-0" SLACK
L-823 CONNECTOR W/
HEAT SHRINK KIT (TYP.)
L-830 20/6.6 A. 200 W. TRANSFORMER
PLAN VIEW
3500 PSI CONCRETE
L-867 LIGHT BASE
GROUND LUG
DETAIL - CENTERLINE BARRETTE LIGHT - L-850E (MILITARY)
BOND TO GROUND ROD W/ EXOTHERMIC WELD (TYP.)
3/4" X 10'-0" COPPERCLAD GROUND ROD -
LOCATED EVERY 1000'-0"
# 4 SDBC COUNTERPOISE - ROUTE AROUND LIGHT BASE
AS REQUIRED TO MAINTAIN A 12" MINIMUM SEPARATION
FROM LIGHT BASE & LIGHT BASE GROUND ROD.
4"
BOND TO GROUND ROD W/ EXOTHERMIC WELD (TYP.)
4"
5KV L-824 TYPE C CABLE -
LEAVE MINIMUM 2'-0" SLACK
L-823 CONNECTOR W/
HEAT SHRINK KIT (TYP.)
L-867 LIGHT BASE
GROUND LUG
3/4" X 10'-0" COPPERCLAD GROUND ROD -
LOCATED EVERY 1000'-0"
# 4 SDBC COUNTERPOISE - ROUTE AROUND LIGHT BASE AS
REQUIRED TO MAINTAIN A 12" MINIMUM SEPARATION FROM
LIGHT BASE & LIGHT BASE GROUND ROD.
1/4" MIN. TO 1/2" MAX.
1/4" MIN. TO 1/2" MAX.
DETAIL - CENTERLINE BARRETTE LIGHT - FAA-E-982
N.T.S.
BASE PLATE WITH GASKET AND BOLTS
FRANGIBLE COUPLING
1/4" MIN. TO 1/2" MAX.
BRICK
BOND TO GROUND ROD W/ EXOTHERMIC WELD (TYP.)
L-867 LIGHT BASE
5KV L-824 TYPE C CABLE -
LEAVE MINIMUM 2'-0" SLACK
L-823 CONNECTOR W/
HEAT SHRINK KIT (TYP.)
L-830 20/20 A. 300 W. TRANSFORMER
3500 PSI CONCRETE
4"
HIGH INTENSITY ELEVATED FAA-E-982 UNI-DIRECTIONAL
W/ (1) 300 W., 20 A., PAR-56 LAMP (NO FILTER.)
3/4" X 10'-0" COPPERCLAD GROUND ROD -
LOCATED EVERY 1000'-0"
# 4 SDBC COUNTERPOISE - ROUTE AROUND LIGHT BASE AS
REQUIRED TO MAINTAIN A 12" MINIMUM SEPARATION FROM
LIGHT BASE & LIGHT BASE GROUND ROD.
2" EMT CONDUIT
# 6 (GREEN) COPPER GROUND CONDUCTOR
2 # 6 L-824, TYPE C & 1 # 6 THW
GROUND - 2" PVC, SCH. 40 CONDUIT
2 # 6 L-824, TYPE C & 1 # 6 THW
GROUND - 2" PVC, SCH. 40 CONDUIT
2 # 6 L-824, TYPE C & 1 # 6 THW
GROUND - 2" PVC, SCH. 40 CONDUIT
2 # 6 L-824, TYPE C & 1 # 6
THW GROUND - 2" PVC,
SCH. 40 CONDUIT
2 # 6 L-824, TYPE C & 1 # 6
THW GROUND - 2" PVC,
SCH. 40 CONDUIT
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
APPROACH STRUCTURE PLAN - MG-20 W/ SEQUENCED FLASHING LIGHTS
SECTION
MOUNTING STAND
ASSEMBLY
MAST
STAND PLATE
N.T.S.
NOTES:
A
A
N.T.S.
TILT DEVICE
APPROACH LIGHT
40 1/2"40 1/2" 40 1/2"40 1/2"
MOUNTING FRAME
GRADE
1" MAX.
NOTE: THIS DETAIL IS TYPICAL FOR STRUCTURES FROM 6'-1" TO 21'-1" HIGH.
SEQUENCED FLASHING LIGHT (FLASHERS
ARE LOCATED ON STRUCTURES FROM
STATION 10+00 TO STATION 24+00 ONLY)
DETAIL "A"
N.T.S.
L-823 SECONDARY CABLES - EXTEND FROM
TRANSFORMERS IN HANDHOLE TO
APPROACH LIGHTS ON LIR STRUCTURE.
LEAVE 2'-0" SLACK IN LIGHT BASE.
12" DIA X 24" DEEP L-867 BASE
# 6 (GREEN) COPPER
GROUND CONDUCTOR
GROUND LUG
1. ANCHOR BOLTS SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS.
2. SECONDARY ELECTRICAL CONNECTIONS SHALL ENTER AT THE BASE OF THE
TOWER AND BE BROUGHT UP INSIDE THE TOWER MAST. ALL FITTINGS AND
CONDUITS SHALL BE WATERTIGHT. WIRING TO INDIVIDUAL FIXTURES (APPROACH
& STROBE) SHALL BE RUN INTERNALLY THRU SLIPFITTERS AND ADAPTERS
WITHOUT ANY EXPOSED CORDS.
3. TOWERS FROM 6'-1" TO 21'-1" SHALL UTILIZE FOUNDATION AS SHOWN ON DETAILS,
THIS SHEET.
4. TOWERS SHALL BE FRANGIBLE, LOW-IMPACT RESISTANT TYPE, CONSTRUCTED OF
FIBERGLASS CONFORMING TO FAA-E-2702 AND FAA DRAWING SERIES D-6155.
5. CONTRACTOR SHALL FURNISH TWO TILT DEVICES UNDER THIS CONTRACT.
WATERTIGHT FLASHER INDIVIDUAL CONTROL CABINET MOUNTED ON FRANGIBLE
COUPLINGS - LOCATED AT STATION 10+00 THROUGH STATION 24+00 ONLY.
WATERTIGHT FLASHER JUNCTION BOX MOUNTED ON FRANGIBLE
COUPLINGS - LOCATED AT STATION 10+00 THROUGH STATION 24+00 ONLY.
HIGH INTENSITY ELEVATED FAA-E-982 UNI-DIRECTIONAL
W/ (1) 300 W., 20 A., PAR-56 LAMP (NO FILTER.)
APPROACH LIGHT MOUNTING TENON
N.T.S.
DETAIL - APPROACH LIGHT - MOUNTED
ON LIR STRUCTURE - FAA-E-982
LIR STRUCTURE CROSSARM
B
EXTEND CONDUITS TO NEXT
HANDHOLE AT ADJACENT
STRUCTURE. SEE ELECTRICAL SITE
PLANS ON SHEETS E-9 THRU E-11
FOR CONDUIT & WIRING DATA.
WORK NOTES:
(THIS SHEET ONLY)
6 # 4, (2) 7/C # 12 & (2) 4/C # 12 CABLES IN 2" PVC, SCH. 40 CONDUIT
2 3 # 10 & 1 # 10 GND. AND 5 # 12 IN 2" RIGID GALV. STEEL CONDUIT
3 5 # 12 SEQUENCED FLASHING LIGHT CABLES IN 1" LIQUIDTIGHT FLEXIBLE METAL CONDUIT
4 5 # 10 L-824 APPROACH LIGHT SECONDARY CABLES & 1 # 6 GND. IN 2" PVC, SCH. 40 CONDUIT
5 5 # 10 L-824 APPROACH LIGHT SECONDARY CABLES IN 1" LIQUIDTIGHT FLEXIBLE METAL CONDUIT
SECTION C
N.T.S.
LOCATE CONDUITS CLOSE TO
CORNERS OF HANDHOLE (TYP.)
ISOLATION TRANSFORMER MOUNTED IN HANDHOLE (TYP. FOR 5) -
EXTEND SECONDARY WIRING TO APPROACH HEAD ON LIR
STRUCTURE, AS SHOWN. MOUNT ISOLATION TRANSFORMERS ON
A BRICK.
UNI-DIRECTIONAL SEQUENCED FLASHING
LIGHT W/ PAR-56 XENON FLASHTUBE
FLASHER MOUNTING TENON
N.T.S.
DETAIL - SEQUENCED FLASHING LIGHT -
MOUNTED ON LIR STRUCTURE
FLASHER MOUNTING BRACKET
LIR STRUCTURE MAST
TRUNION CLAMPS
INSTALL BELL ENDS ON ALL
CONDUITS ENTERING HANDHOLES
1'-0"
1 2
LIGHT BASE
3'-0" DIAMETER X 4'-0" DEEP
CONCRETE FOUNDATION - SEE
STRUCTURAL DETAILS, SHEET S-1.
SEE "DETAIL - SEQUENCED FLASHING LIGHT INDIVIDUAL CONTROL CABINET
AND JUNCTION BOX," SHEET E-21.
CONCRETE FOUNDATION - SEE
STRUCTURAL DRAWINGS.
SEE "DETAIL A," THIS SHEET.
ISOLATION TRANSFORMER MOUNTED IN
HANDHOLE (TYP. FOR 5) - EXTEND
SECONDARY WIRING TO APPROACH HEAD
ON LIR STRUCTURE, AS SHOWN. MOUNT
ISOLATION TRANSFORMERS ON A BRICK.
WEATHERPROOF
"LB" CONDULET
SECTION B
N.T.S.
TILT DEVICE - SEE DETAIL,
THIS SHEET.
DETAIL - TILT DEVICE
N.T.S.
C
6"
8"
EXTEND CONDUITS TO NEXT
HANDHOLE AT ADJACENT
STRUCTURE. SEE ELECTRICAL SITE
PLANS ON SHEETS E-9 THRU E-11
FOR CONDUIT & WIRING DATA.
8+00
18+00
21+00
22+00
20+00
19+00
16+00
17+00
14+00
15+00
10+00 - STRUCTURE 4
11+00
12+00
13+00
10+00 - STRUCTURE 5
10+00 - STRUCTURE 2
10+00 - STRUCTURE 3
9+00
10+00 - STRUCTURE 1
6+00
7+00
CONDUIT SUPPORTS
APPROACH STRUCTURE SCHEDULE
LIR STRUCTURE
23+00
24+00
STRUCTURE STATION SUPPORT TYPE LIR STRUCTURE TYPE
MG-20 W/O FLASHER
MG-30 W/O FLASHER
MG-30 W/ FLASHER
1'-2"
4'-3"
15'-6"
CONDUIT SUPPORTS
24'-7"
24'-9"
27'-0"
29'-6"
31'-8"
33'-6"
28'-10"
25'-10"
19'-4"
12'-8"
12'-5"
8'-5"
11'-9"
11'-6"
10'-10"
13'-6"
18'-7"
24'-7"
30'-1"
34'-11"
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
LIR STRUCTURE
MG-30 W/ FLASHER
MG-30 W/O FLASHER
MG-30 W/O FLASHER
MG-40 W/O FLASHER
MG-40 W/O FLASHER
MG-20 W/ FLASHER
MG-30 W/ FLASHER
MG-30 W/ FLASHER
MG-20 W/ FLASHER
MG-20 W/ FLASHER
MG-20 W/ FLASHER
MG-20 W/ FLASHER
MG-20 W/ FLASHER
MG-20 W/ FLASHER
MG-20 W/ FLASHER
MG-30 W/ FLASHER
MG-40 W/ FLASHER
MG-40 W/ FLASHER
DISTANCE FROM TOP
OF FOUNDATION TO
CENTER OF
APPROACH LIGHT
CENTERLINE BARRETTE
CENTERLINE BARRETTE
HANDHOLE - SEE "DETAIL - 3' X 3'
PRECAST HANDHOLE, SHEET E-27.
HANDHOLE - SEE "DETAIL - 3' X 3'
PRECAST HANDHOLE, SHEET E-27.
HANDHOLE - SEE "DETAIL - 3' X 3'
PRECAST HANDHOLE, SHEET E-27.
CONCRETE FOUNDATION -
SEE STRUCTURAL DETAILS,
SHEET S-1.
SHEET #
E-6 & E-9
E-7 & E-10
E-8 & E-11
E-7 & E-10
E-7 & E-10
E-7 & E-10
E-7 & E-10
E-7 & E-10
E-7 & E-10
E-7 & E-10
E-7 & E-10
E-7 & E-10
E-7 & E-10
E-7 & E-10
E-7 & E-10
E-7 & E-10
E-8 & E-11
E-8 & E-11
E-8 & E-11
E-8 & E-11
E-8 & E-11
E-8 & E-11
E-8 & E-11
24"
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
APPROACH STRUCTURE PLAN - MG-30 & MG-40 W/ SEQUENCED FLASHING LIGHTS
MAST
STAND
N.T.S.
NOTES:
N.T.S.
APPROACH LIGHT
40 1/2"40 1/2" 40 1/2"40 1/2"
NOTE: THIS DETAIL IS TYPICAL FOR STRUCTURES FROM 21'-2" TO 40'-0" HIGH.
TILT DEVICE
GRADE
1" MAX.
PLATE
JOINT
15'-1 9/16"
STABILIZER ROD
TURNBUCKLE
HORIZONTAL STABILIZER
GUY ANCHOR SUPPORT
CROSSBAR
MOUNTING STAND
ASSEMBLY
CONCRETE FOUNDATIONS - SIZES VARY -
SEE STRUCTURAL DETAILS, SHEET S-2.
GRADE
SEQUENCED FLASHING LIGHT (FLASHERS
ARE LOCATED ON STRUCTURES FROM
STATION 10+00 TO STATION 24+00 ONLY)
1. ANCHOR BOLTS SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS.
2. SECONDARY ELECTRICAL CONNECTIONS SHALL ENTER AT THE BASE OF THE
TOWER AND BE BROUGHT UP INSIDE THE TOWER MAST. ALL FITTINGS AND
CONDUITS SHALL BE WATERTIGHT. WIRING TO INDIVIDUAL FIXTURES (APPROACH
& STROBE) SHALL BE RUN INTERNALLY THRU SLIPFITTERS AND ADAPTERS
WITHOUT ANY EXPOSED CORDS.
3. TOWERS FROM 21'-2" TO 40'-0" SHALL UTILIZE FOUNDATIONS AS SHOWN ON
DETAILS, THIS SHEET.
4. TOWERS SHALL BE FRANGIBLE, LOW-IMPACT RESISTANT TYPE, CONSTRUCTED OF
FIBERGLASS CONFORMING TO FAA-E-2702 AND FAA DRAWING SERIES D-6155.
5. TOWERS FROM 21'-2" TO 30'-0" SHALL BE TYPE MG-30. TOWERS FROM 30'-1" TO
40'-0" SHALL BE TYPE MG-40.
6. CONTRACTOR SHALL FURNISH TWO TILT DEVICES UNDER THIS CONTRACT.
HIGH INTENSITY ELEVATED FAA-E-982 UNI-DIRECTIONAL
W/ (1) 300 W., 20 A., PAR-56 LAMP (NO FILTER.)
APPROACH LIGHT MOUNTING TENON
N.T.S.
DETAIL - APPROACH LIGHT - MOUNTED
ON LIR STRUCTURE - FAA-E-982
LIR STRUCTURE CROSSARM
FLASHER MOUNTING TENON
N.T.S.
DETAIL - SEQUENCED FLASHING LIGHT -
MOUNTED ON LIR STRUCTURE
FLASHER MOUNTING BRACKET
LIR STRUCTURE MAST
TRUNION CLAMPS
A
A
WORK NOTES:
(THIS SHEET ONLY)
6 # 4, (2) 7/C # 12 & (2) 4/C # 12 CABLES IN 2" PVC, SCH. 40 CONDUIT
2 3 # 10 & 1 # 10 GND. AND 5 # 12 IN 2" RIGID GALV. STEEL CONDUIT
3 5 # 12 SEQUENCED FLASHING LIGHT CABLES IN 1" LIQUIDTIGHT FLEXIBLE METAL CONDUIT
DETAIL "A"
N.T.S.
L-823 SECONDARY CABLES - EXTEND FROM
TRANSFORMERS IN HANDHOLE TO
APPROACH LIGHTS ON LIR STRUCTURE.
LEAVE 2'-0" SLACK IN LIGHT BASE.
12" DIA X 24" DEEP L-867 BASE
# 6 (GREEN) COPPER
GROUND CONDUCTOR
GROUND LUG
WATERTIGHT FLASHER INDIVIDUAL CONTROL CABINET MOUNTED ON FRANGIBLE
COUPLINGS - LOCATED AT STATION 10+00 THROUGH STATION 24+00 ONLY.
WATERTIGHT FLASHER JUNCTION BOX MOUNTED ON FRANGIBLE
COUPLINGS - LOCATED AT STATION 10+00 THROUGH STATION 24+00 ONLY.
5 3
UNI-DIRECTIONAL SEQUENCED FLASHING
LIGHT W/ PAR-56 XENON FLASHTUBE
CONCRETE FOUNDATION - SEE
STRUCTURAL DRAWINGS.
CONCRETE FOUNDATION - SEE
STRUCTURAL DRAWINGS.
CONCRETE FOUNDATION - SEE
STRUCTURAL DRAWINGS.
1'-0"
6"
1'-0"
DETAIL - TILT DEVICE
N.T.S.
LOCATE CONDUITS CLOSE TO
CORNERS OF HANDHOLE (TYP.)
EXTEND CONDUITS TO NEXT
HANDHOLE AT ADJACENT
STRUCTURE. SEE ELECTRICAL SITE
PLANS ON SHEETS E-9 THRU E-11
FOR CONDUIT & WIRING DATA.
LOCATE CONDUITS CLOSE TO
CORNERS OF HANDHOLE (TYP.)
EXTEND CONDUITS TO NEXT
HANDHOLE AT ADJACENT
STRUCTURE. SEE ELECTRICAL SITE
PLANS ON SHEETS E-9 THRU E-11
FOR CONDUIT & WIRING DATA.
TILT DEVICE - SEE DETAIL,
THIS SHEET.
B
C
SECTION C
N.T.S.
ISOLATION TRANSFORMER MOUNTED IN HANDHOLE (TYP. FOR 5) -
EXTEND SECONDARY WIRING TO APPROACH HEAD ON LIR
STRUCTURE, AS SHOWN. MOUNT ISOLATION TRANSFORMERS ON
A BRICK.
INSTALL BELL ENDS ON ALL
CONDUITS ENTERING HANDHOLES
SEE "DETAIL A," THIS SHEET.
ISOLATION TRANSFORMER MOUNTED IN
HANDHOLE (TYP. FOR 5) - EXTEND
SECONDARY WIRING TO APPROACH HEAD
ON LIR STRUCTURE, AS SHOWN. MOUNT
ISOLATION TRANSFORMERS ON A BRICK.
WEATHERPROOF
"LB" CONDULET
SECTION B
N.T.S.
8"
5 # 10 L-824 APPROACH LIGHT SECONDARY CABLES & 1 # 6 GND. IN 2" PVC, SCH. 40 CONDUIT
5 # 10 L-824 APPROACH LIGHT SECONDARY CABLES IN 1" LIQUIDTIGHT FLEXIBLE METAL CONDUIT
HANDHOLE - SEE "DETAIL - 3' X 3'
PRECAST HANDHOLE, SHEET E-27.
HANDHOLE - SEE "DETAIL - 3' X 3'
PRECAST HANDHOLE," SHEET E-27.
HANDHOLE - SEE "DETAIL - 3' X 3'
PRECAST HANDHOLE, SHEET E-27.
CONCRETE FOUNDATION -
SEE STRUCTURAL DETAILS,
SHEET S-2.
24"
3"
21"±
3"
11"±
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
MOUNTING STAND
ASSEMBLY
MAST
STAND PLATE
N.T.S.
NOTES:
N.T.S.
6"
6"
APPROACH LIGHT
40 1/2"40 1/2" 40 1/2"40 1/2"
NOTE: THIS DETAIL IS TYPICAL FOR STRUCTURES FROM 6'-1" TO 21'-1" HIGH AND OCCURS AT STATION 8+00 ONLY.
1. ANCHOR BOLTS SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS.
2. SECONDARY ELECTRICAL CONNECTIONS SHALL ENTER AT THE BASE OF THE
TOWER AND BE BROUGHT UP INSIDE THE TOWER MAST. ALL FITTINGS AND
CONDUITS SHALL BE WATERTIGHT. WIRING TO INDIVIDUAL FIXTURES (APPROACH
& STROBE) SHALL BE RUN INTERNALLY THRU SLIPFITTERS AND ADAPTERS
WITHOUT ANY EXPOSED CORDS.
3. TOWERS FROM 6'-1" TO 21'-1" SHALL UTILIZE FOUNDATION AS SHOWN ON DETAILS,
THIS SHEET.
4. TOWERS SHALL BE FRANGIBLE, LOW-IMPACT RESISTANT TYPE, CONSTRUCTED OF
FIBERGLASS CONFORMING TO FAA-E-2702 AND FAA DRAWING SERIES D-6155.
5. CONTRACTOR SHALL FURNISH TWO TILT DEVICES UNDER THIS CONTRACT.
HIGH INTENSITY ELEVATED FAA-E-982 UNI-DIRECTIONAL
W/ (1) 300 W., 20 A., PAR-56 LAMP (NO FILTER.)
APPROACH LIGHT MOUNTING TENON
N.T.S.
DETAIL - APPROACH LIGHT - MOUNTED
ON LIR STRUCTURE - FAA-E-982
LIR STRUCTURE CROSSARM
CROSSBAR
APPROACH STRUCTURE PLAN - MG-20 W/O SEQUENCED FLASHING LIGHTS
SEE "DETAIL A," THIS SHEET.
ISOLATION TRANSFORMER MOUNTED IN
HANDHOLE (TYP. FOR 5) - EXTEND
SECONDARY WIRING TO APPROACH HEAD
ON LIR STRUCTURE, AS SHOWN. MOUNT
ISOLATION TRANSFORMERS ON A BRICK.
WEATHERPROOF
"LB" CONDULET
A
B
EXTEND CONDUITS TO NEXT
HANDHOLE AT ADJACENT
STRUCTURE. SEE ELECTRICAL SITE
PLANS ON SHEETS E-9 THRU E-11
FOR CONDUIT & WIRING DATA.
EXTEND CONDUITS TO NEXT
HANDHOLE AT ADJACENT
STRUCTURE. SEE ELECTRICAL SITE
PLANS ON SHEETS E-9 THRU E-11
FOR CONDUIT & WIRING DATA.
LOCATE CONDUITS CLOSE TO
CORNERS OF HANDHOLE (TYP.)
A
WORK NOTES:
(THIS SHEET ONLY)
DETAIL "A"
L-823 SECONDARY CABLES - EXTEND FROM
TRANSFORMERS IN HANDHOLE TO
APPROACH LIGHTS ON LIR STRUCTURE.
LEAVE 2'-0" SLACK IN LIGHT BASE.
12" DIA X 24" DEEP L-867 BASE
# 6 (GREEN) COPPER
GROUND CONDUCTOR
GROUND LUG
SECTION B
N.T.S.
EXTEND CONDUITS TO NEXT
HANDHOLE AT ADJACENT
STRUCTURE. SEE ELECTRICAL SITE
PLANS ON SHEETS E-9 THRU E-11
FOR CONDUIT & WIRING DATA.
EXTEND CONDUITS TO NEXT
HANDHOLE AT ADJACENT
STRUCTURE. SEE ELECTRICAL SITE
PLANS ON SHEETS E-9 THRU E-11
FOR CONDUIT & WIRING DATA.
ISOLATION TRANSFORMER MOUNTED IN HANDHOLE (TYP. FOR
5) - EXTEND SECONDARY WIRING TO APPROACH HEAD ON LIR
STRUCTURE, AS SHOWN. MOUNT ISOLATION TRANSFORMERS
ON A BRICK.
INSTALL BELL ENDS ON ALL
CONDUITS ENTERING HANDHOLES
TILT DEVICE
MOUNTING FRAME
GRADE
1" MAX.
DETAIL - TILT DEVICE
N.T.S.
6"
CONCRETE FOUNDATION - SEE
STRUCTURAL DRAWINGS.
TILT DEVICE - SEE DETAIL,
THIS SHEET.
5 # 10 L-824 APPROACH LIGHT SECONDARY CABLES & 1 # 6 GND. IN 2" PVC, SCH. 40 CONDUIT
5 # 10 L-824 APPROACH LIGHT SECONDARY CABLES IN 1" LIQUIDTIGHT FLEXIBLE METAL CONDUIT
HANDHOLE - SEE "DETAIL - 3' X 3'
PRECAST HANDHOLE, SHEET E-27.
HANDHOLE - SEE "DETAIL - 3' X 3'
PRECAST HANDHOLE, SHEET E-27.
HANDHOLE - SEE "DETAIL - 3' X 3'
PRECAST HANDHOLE, SHEET E-27.
3'-0" DIAMETER X 4'-0" DEEP
CONCRETE FOUNDATION - SEE
STRUCTURAL DETAILS, SHEET S-1.
CONCRETE FOUNDATION -
SEE STRUCTURAL DETAILS,
SHEET S-1.
12"±
24"
PENSACOLA, FLORIDA 32502
75 SOUTH "F" STREET
APPROACH STRUCTURE PLAN - MG-30 & MG-40 W/O SEQUENCED FLASHING LIGHT
MAST
STAND
N.T.S.
NOTES:
N.T.S.
6"
APPROACH LIGHT
40-1/2"40-1/2" 40-1/2"40-1/2"
NOTE: THIS DETAIL IS TYPICAL FOR STRUCTURES FROM 21'-2" TO 40'-0" HIGH.
PLATE
JOINT
15'-1 9/16"
STABILIZER ROD
TURNBUCKLE
HORIZONTAL STABILIZER
GUY ANCHOR SUPPORT
CROSSBAR
ANCHOR BOLTS - PER
MANUFACTURER'S
RECOMMENDATIONS
GRADE
1. ANCHOR BOLTS SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS.
2. SECONDARY ELECTRICAL CONNECTIONS SHALL ENTER AT THE BASE OF THE
TOWER AND BE BROUGHT UP INSIDE THE TOWER MAST. ALL FITTINGS AND
CONDUITS SHALL BE WATERTIGHT. WIRING TO INDIVIDUAL FIXTURES (APPROACH
& STROBE) SHALL BE RUN INTERNALLY THRU SLIPFITTERS AND ADAPTERS
WITHOUT ANY EXPOSED CORDS.
3. TOWERS FROM 21'-2" TO 40'-0" SHALL UTILIZE FOUNDATIONS AS SHOWN ON
DETAILS,…
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